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NCARB ARE 5.0 Project Development and Documentation Exam Sample Questions (Q26-Q31):

NEW QUESTION # 26
A family-owned apple farm in the Upper Midwest is taking advantage of a change in the local zoning code that added a new Agri-Tourism class in the existing farm zone. This allows the Owner to build a new facility on their existing site. The building will be open to the public and include a brewery, distillery, tap room, and market. The architect is ready to submit the drawings to the Owner for the 50% construction documents review.
To accommodate a compressed construction schedule, the Owner will be utilizing a design-build process. The Contractor has submitted the Pre-Engineered Metal Building (PEMB) shop drawings to the Architect for review, due to the lead time on this critical path item. Once construction begins, farming operations must be able to continue uninterrupted.
Key project information includes:
* Brewing and distilling will operate year-round.
* Brewery will initially include four fermenting tanks. Owner has requested space for at least two additional tanks. Potential expansion will be based on future sales.
* Distillery will produce 16% alcohol, which is classified as a flammable liquid. Fire separations are required.
* Tap Room is designed with seating for 300 people, not including exterior patio seating. It will have views to the working orchards and the historic buildings on site.
* Tap Room is scheduled to be open from August through November. Owner would like options to extend operating dates based on popularity.
* The Market area will feature local farm products and is not conditioned.
* Entire building will be fully sprinklered.
* Selected building materials are low-maintenance, as requested by the Owner, for durability and to reflect the nature of a working farm.
* Mechanical and electrical systems will be hung from the building structure. These loads are included in PEMB shop drawings.
* Public water and sewer is not available at the Project Site.
* Occupancy sensors are included to reduce utility costs and achieve energy conservation requirements.
The following resources are available for your reference:
* Architectural Drawings, including plans, elevations, sections, and schedules
* Consultant Drawings, including structural, HVAC, power distribution, and plumbing
* PEMB Shop Drawings
* Design and Construction Schedule
* Specification Excerpts, showing relevant spec sections
* IBC and ADA Excerpts, showing relevant code and accessibility sections
* After reviewing the documents, the architect discovers a coordination issue in the corridor.
The owner requests that the metal panel skin be changed to EIFS.
Which of the following architectural sheets require changes to the notes and/or details? Check the three that apply.

A. A-02
B. A-07
C. A-06
D. A-03
E. A-00
F. A-04

Answer: B,C,D

Explanation:
Elevations (A-03): material callouts, notes, and textures for every façade.
Wall sections (A-06): assembly build-ups change (continuous insulation, drainage plane, WRB, attachment to PEMB girts, control joints, weeps, and terminations).
Details (A-07): heads/sills/jambs, base of wall/grade, parapet, expansion and control joints, and transition flashing details must be revised for EIFS.
Sheets like A-00 (cover) or A-02 (plans) generally don't carry the envelope system specifics and would not need detail changes for a cladding swap.
PDD refs: Drawings coordination-plans vs. elevations vs. sections/details; Division 07 EIFS system requirements; PEMB cladding interfaces.

NEW QUESTION # 27

An architect is designing a school building that features a flat roof with a low parapet wall in a wet climate region. The client wants to minimize maintenance requirements and focus on keeping water from the walls.
What parapet coping detail would be most appropriate for the architect to select for this project?

A. C
B. A
C. B

Answer: A

Explanation:
Understanding the Problem
The question addresses parapet coping design in a wet climate with a focus on:
* Minimizing maintenance
* Preventing water from running down the face of the wall
Parapet copings protect the top of the parapet wall from water penetration and are designed to shed water away from the wall below.
Analysis of the Options
A). Flat Coping
* A flat coping (Option A) has no slope and allows water to pool on the surface.
* This pooling increases the likelihood of infiltration and material deterioration over time.
* In wet climates, this is poor practice because standing water leads to freeze-thaw damage, staining, and faster degradation.
* Maintenance needs are higher.
B). Single-Slope Coping
* This coping (Option B) has a slope toward one side, which improves drainage.
* However, if sloped toward the inside of the parapet, it increases roof drainage load and risk of water penetration at roof/wall junction.
* If sloped toward the outside, water can run down the wall face, which the client specifically wants to avoid.
* This design might also stain exterior wall finishes over time.
C). Double-Slope (Pitched) Coping with Drip Edges
* This coping (Option C) is pitched toward both sides, with drip edges to break water runoff before it reaches the wall face.
* Water is shed away efficiently, and drip grooves prevent capillary action that would pull water back toward the wall.
* This is best practice in wet climates and greatly reduces maintenance by preventing staining and wall saturation.
* Recommended by NRCA (National Roofing Contractors Association) and referenced in Architectural Graphic Standards for parapet detailing.
NCARB ARE 5.0 PDD Reference:
* Content Area: Integration of Building Materials & Systems - Building Envelope Detailing
* Source Materials:
* Architectural Graphic Standards - Parapet Cap/Coping Details
* Building Construction Illustrated by Francis D.K. Ching - Water Management & Flashing
* NRCA Roofing Manual - Best Practices for Roof Edge & Parapet Design
* Key Principle: Parapet copings in wet climates should always slope to shed water away, incorporate overhangs with drips, and prevent water from cascading down the building face.

NEW QUESTION # 28
During CD phase, the architect notices plumbing lines clash with roof trusses. What should the architect do first?

A. Notify the contractor
B. Add soffits to conceal pipes
C. Consult with the plumbing engineer
D. Revise the truss design

Answer: C

Explanation:
Coordination is essential in PDD. When a clash arises, the architect must consult with the responsible consultant (plumbing engineer). This supports Objective 3.1: Coordinate consultant drawings.

NEW QUESTION # 29
A significant advantage of glass-fiber-reinforced concrete panels over architectural precast concrete panels is which one of the following?

A. Increased quality control
B. Decreased weight
C. Decreased fabrication time
D. Increased strength

Answer: B

Explanation:
Glass-fiber-reinforced concrete (GFRC) panels offer several advantages compared to architectural precast concrete panels:
GFRC panels are lighter due to their thin profile and use of fiber reinforcement, reducing structural load and facilitating installation.
Precast concrete panels are heavier and thicker.
Strength of GFRC is adequate but typically not higher than traditional precast.
Quality control and fabrication time are comparable or vary depending on the project and fabrication process.
Therefore, the significant advantage is decreased weight.

NEW QUESTION # 30
Why is the vertical surface of a dry-stacked stone wall often battered into the retained material?

A. Increased cohesion between individual stones that make up the wall
B. Increased resistance to surface erosion of the wall
C. Increased impermeability that reduces equivalent fluid pressure
D. Increased resistance to soil thrust

Answer: D

Explanation:
A battered (leaning back) face on a dry-stacked retaining wall improves stability against lateral earth pressure by shifting the wall's resultant closer to/within the middle third of the base, increasing frictional resistance and reducing overturning. It does not significantly change permeability (C) or directly increase cohesion between stones (D), and erosion resistance (B) is secondary compared to stability.
PDD References: Site & foundation systems-retaining wall behavior, active/passive earth pressures; IBC
/Geotechnical fundamentals; CSI Div. 32 site improvements.

NEW QUESTION # 31
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